![]() ![]() (1979) is adopted for the large-deformation analyses (LDAs), with the formulations of it in AFENA enhancing and updating the nodal coordinates and related material data at the end of every load increment. ![]() The solution approach presented by Carter et al. For simplicity, the modified Cam-clay (MCC) equivalent single surface is considered and included in the University of South Wales (UNSW) Canberra’s modified version of the Finite Element (FE) code AFENA ( Carter and Balaam, 1995). To capture the measured settlement and pore pressure responses of the NBR embankment sections, FEA with fully coupled consolidated nonlinear elastic-viscoplastic (EVP) model for isotropic conditions considering nonassociated flow rule (NAFR) presented by Islam (2014) is adopted for this study. Sivakumar, in Ground Improvement Case Histories, 2015 13.7 Constitutive model ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |